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HomeMy WebLinkAboutContract 53157 CITY SECRETARY CONTRACT NO. 53 5 City Project No. 102279 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of Oeto-ber, 2019, by and between Katie's Express Carwash, acting by and through Robert Petrie, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 2.51 acre tract, being Lot 1, Block 2-13, Jinkens Heights- Housing Project, an addition to the City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document Numbers DZIJ?. pJ n Deed Records, Tarrant County, Texas, hereinafter called the "Property". E `r �.,; e, lid, . WH ,';EAS,;t Landowner-isr proceedingto build on and develop the Property according,to -he Site t.4lah Subdivision Plan known as Lot 1, Bloc ilk 2-B, Jinkens Heights- Housing'Project herkin:�er:called the:"Plan'', which is expresso T anode a part hereof, as approved or to be approved by the City and the Landowr er provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and [41 RECEIVED DEC — 5 2019 OFFICIAL RECORD CRv nV VORY WORD CITY SECRETARY CITY SECRETARY FT. WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev.11/17/2016 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater 7 to to the facility, as weUi,-; allrstructures, improvements, and veget�`' n p-ovided to control the quantity and g5iality of the Stormwater. Adequate mainte'_ance is t herein defined as good working condition so that these facilities are pe&irming t their design functions. Tile Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.11/17/2016 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies.identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep(Lhe Facility in good working order as appripriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.11/17/2016 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY,HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected i within the drainage easement outlined on Exhibit "A" but this paragraph shall ;; not preclude construction of other improvements within the drainage easement, i which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/17/2016 [SIGNATURE PAGE FOLLOWS] Executed this 4- day of - . .2019. Landowner City of Fort Worth Katie's E ress Carwash 0 W VIM ame: Robert Petrie its Assistant Ci Man a er��� Title: President nnApproved as to Form and Legality Ir Assistan City Attom �Z, § ATTEST t4 S r tary u. ........., OFFICIAL RECORD CITY SECRETARY FT WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT S Rev.11/17/2016 STATE OF TEXAS § COUNTY OF TARRANT § %* This instrument was acknowledged before me on &U,44A q, by A Phapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. VARIA S. SANCHEZ My Notary ID#2256490 Expires December 19,2021 Notary Public, State of Texas STATE OF TEXAS LUZ M.LIRA COUNTY OF DALLAS v. My Notary ID#11845444 Expires January 22,2020 Before me, the undersigned authority on this day of N00tvii-'er C)oN 2019, personally appeared Robert Petrie, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Robert Petrie, and that he executed the same as its Member and as the act of such Officer and for the purposes and consideration expressed in the foregoing instrument. -A N tjaq Pitbliq Stat of as OFFICIAL RECORD CITY SECRETARY FT. WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.11/17/2016 Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performa e reporting requirements. Ashraf Ibrahim Management Analyst II OFFICIAL RECORD CITY SECRETARY FT WORTH,TX EXHIBIT"A" PERMANENT DRAINAGE FACILITY EASEMENT PROPERTY DESCRIPTION BEING a tract of land situated Lot 1, Block 2—B. Jinkens Heights— Housing Project, an addition to the City of Fort Worth, Tarrant County. Texas as described by deed to Katie's Express Corwash.. recorded in County Clerk's Document No. DXXXXXX 0(XX, Deed Records, Tarrant County, Texas, said tract of land bring more particularly described by metes and bounds as follows: COMMENCING at a 1/2' iron rod at the Southwest corner of the tract; North 89'13'00" East. a distance of 22.06 feet; THENCE North 67'20'13' East, a distance of 21.11 feet; THENCE North 89'13'00' East, a distance of 138.83 feet; THENCE North 00'47'00' West, a distance of 159.26 feet; THENCE South 88'10*53" west, a distance of 11.50 feet; THENCE South 00 46'56' east, a distance of 58.58 feet; a THENCE South 89 41'22' west, a distance of 15.57 feet; THENCE South 00 46'08' east. a distance of 6.41 feet; THENCE South 53'08'29' west. a distance of 47.05 feet; THENCE North 57 V39' west, a distance of 15.47 feet; THENCE North 88'53'07' East, a distance of 3.29 feet; 8 THENCE South 01'16'2F' East, a distance of 5.24 feet; 3 g THENCE North 46'13'34.' East. a distance of 29.63 feet; 8 THENCE North 4346'26' West, a distance of 10.00 feet; THENCE South 46'13'34" West, a distance of 34.03 feet; THENCE South 01'16'25' West, a distance of 9.64 feet; THENCE South 8833'07" East, a distance of 3.08 feet; THENCE South 47'11'22' West, a distance of 88.07 feet; a M! THENCE South 6720'13' West, a distance of 45.15 feet; i en THENCE South 4304'30' West, a distance of 6.84 feet to a 1/2" Iron Rod being a property corner of the tract; THENCE South 3431'00' East, a distance of 9.03 feet to the POINT OF BEGINNING and containing a calculated R area of 11,706 square feet or 0.269 acre of land.; N O vT L LL DUNAWAY EK H I B IT 'A' 550 Bailey Avenue Tel: -M.112nw«rn,Texas761W Lot 1 Block 2B Jinkens Heights- Housing Complex Tel_817.335.1121 I W """`G F""',4 PAGE 1 OF 2 l- 0J 1 R 311JW e- W51'30' L 25C7W LC 247.7e / L 0 T N MOW E i / 6 53"w 11.50' / - f ' LOT SET / m to to � IU S43.46 26 E 10.00' �I N4613'54'E S69 4122'W h I 3 e 03' 15.57'1 J LOT �/ Sb46 N176 25'W / p� � 9.64' � f�"� I ,3, 08' 'Sy76'25E I o = EASEMENT ✓ 66 5.24 L388-80, / �f 19Y N57n439�W �E p / �ryti� 15.47' 2 3 L 0 T / k1i,/ N88W'07T 3.29' PRIVATE. VARIABLE � / WIDTH DETENTION z / / 1�' POND EASEMENT - N89'13'00 E 138.83' 39' a: N6720'13'E 21.11' a. "POINT OF \ 22.Od' BEGINNING x \ \ X LOT \ \ SCALE: 1' = 40' 1 1 r� A 0 10 20 50 100 EXH I BIT 'A' m DUNAWAy SSO Bailey Avenue Tel:8e.M.]12rtwortl,.rexos76,U7 Lot 1 Block 2B Jinkens Heights- Housing Complex Teo 817.335.1121 W �"'� F-""' PAGE 2 OF 2 G J a �y1 e ili f 115 jl� V) W s x n X b it 11 3 °°it � 'aka`i■ ±;[ Q #[ o�' Y z �+ o t•' ,3ti� '°; t:ITIF ! [ ! a e V v z a FF °° `!• ii[°e pj!°i tl ° ry IL # r� calif i �Fe'i Jj" i!i]$i °�( 6 tr a �! m = 0. b t it. 1.# [ ri.! j i!! ! fQ � �t LU m t v ki; ljitg z o a W W ~ ;l`{i+• , �t.�t��,°t Q�,°�+��q�,1� Alt �i [ g �� z_ ` Rt Mf�([Ylid fal#ti IN f:1}fii11 4t .'" 1 � � � 3 .Vtl DOi _ a s a e n i L v o a 1 � 8� is i ma.+ivai Arlie ,3.mnm f � I ' R' +•B wa'ou sac ra.ma .. m list Tel" h, � � Ile, v � � f$ 1 sit i� t e Qe S � a \ s ' all o 9, `1� 1 s� [ ttte sags \ Kai fit jc [° °at a 'i l� At i tj 2 sa le a as it Ifigg 1 Variable Height Retaining Wall Around Perimeter of Pond GRAPHIC SCALE IN FEET \ IWE 20 0 10 20 �0 ��� 8'S0 L - Q�\1 I ineh 20 tl 117'X 1.0' Og EAIIERGENCY 1 �f PROPOSED DERAIMN PO/AD SEE AAC TNfS SHEET / 70P(I SPOUWAY ELEV. 749.57 i /l 100 pV= /} S /. 100 YR OOUl- 71185 C75 i ! 100 HP N',SE- 748-67' 100 W STORAGE• Q 78 AC-FT --- --------- r, wow- N, STA fJ+f4.86«PpYD BEGJIY STA /0+65.63«POND - - 1 J CONNECT TO£XIS7ING N 698537335 \ _--- -- E 2299921333 6.5'CONCRETE -�---- T 6�e6'S6 DROP A1R£T s, ;_, _ Y CONTRACTOR TO FIELD ARfFY ,,r __ PfL07 CNANAAEL _ ------ - - - LOCAnM AW FL aEV SLOPE• J.58x _ STA 12+66.76-POW BECAM 33'RCP FN0 POND N 6985354.97 t CYWST PARALLEL NDNI E 2299882.66 W PROPOSED RETAp�MNG BEGIN 48'RCP STA 11+52 44- POND _ __-. ._ -SlA If+48.45«POND -N 698538843 BMW 4 X4'R N BOX; % -END 4 X4'RISER BOX I -� i J F 2300077.39 7 SEE DETAIL 7N1S SHEET / iCONST 24'OW?CE OPEMNG ri / i 7 ETD 33'RCPi N 6WW7.57 L J �l �i� E 229996I}T E 2299959.42 1fJ, \ LJ t. . ri NOTES: 1. REFER TO TXDOT DETAIL SCP-4 FOR RISER PIPE CONSTRUCTION DETAILS 2. GROUT BOTTOM OF CULVERT BOX BENEATH RISER BOX 33" RCP g WTH 0.5% SLOPE FROM INSIDE EDGE OF RISERi BOX TO CONNECT 1'O S INSIDE EDGE OF RISER BOX. BACK OF , 8 J. MANHOLE STEPS TO BE INSTALLED FOR MAINTENANCE 4X4' RISER"BOX 8 RISER P,'PE ELEV = 746.50 24" ORIFICE OPENING RISER PIPE i s ELEV = 746.50 GROUND ELEV = _ _ 743.75 4' X 4' RISER BOX OPENING 24" ORIFICE 33' RCP IN a BACKGROUND OPENING J GROUT LIMITS a FL 33" RCP = 4•0* 74a.69 POND OUTFALL PLAN AND PROFILE pNOT TO SCALE O 'DUNAWAY EXHIBIT 'B' SSO Bailey Avenue•Suite.3, .1 1212• 1 1t Worth,Texas 761U7 Tel:817 Lot 1 Block 2B Jinkens House- Housing Complex c UX MG.F-11141 Page 1 0 J O. mm No Mm on monsoon ■/OmMt11 l#■■■■IN 0 ■ ilium t�it�■■■iN■ii/■Llf�'■k�'iii�lyt"!��■ltttii■■■�itiC*���liii �i■■■i�i�i;�i:�,y■ii■■i■if■■M�E�!I'_�■■�if�ihit_•�'l'�l■�i'l�tlti■■hf��*t3�4�1f■■■■■■N■ ■■■■■Niel"f`�i■■iii■■i■i! 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I 00 52 / // i JJ i 0 i • BOW WA YS EMERGENCY SPILLWAY DUNAWAY ■ ■ 550 Bailey _ _ 00-Fort Worth,Texas 76107 Tel:817-M-1 121 Lot 1., Block 2B Jinkens House- Housing Complex Page 750.00 - -_ -- 749.38 t 745.75 .... ..- 748.13 - -.. . . .. - --. _ - - p q c 747.50 w s 'U 746.88 --- --------- -- ------ ----,------..... ----1 ._..._. . _. ..... -- ---- N 746.25 ` ! 4 , e 745.63 a 745.00 744.38 743.75 0.00 20.00 40.00 60.00 80100 100.00 120.00 Flow(ft3/5) a �■ TaiWater Elevation =Free OutFall (Composite Outlet Strucbure - 1) o s W N O oT N T v ' DUNAWA EXHIBIT 'B' m y sso Bailey Avenue• 81700•F«t Worth.Texas 76107 Tel:l:817.335.1121 Lot 1J Block 2B Ankens House- Housing Complex o (1x MG.F-1114) Page 3 0 J d Boat Club Road MOB - Detention Pond Subsection: Elevation-Volume-IFlow Table(Pond) Return Event: 100 years- Label: Pond Storm Event: Tarrant ISWM - 100 Year Infiltration Infiltration Method tro Irumbat+on (ComPnoed) Initial Conditions Elevation(Water&ffface, 743.75 ft Initial) Volume(Imbal) 0.00o ac ft Flow(Initial Outlet) 0.00 Rats Flow(Initial Infiltration) 0.00 VIS Flaw(Imtai,Total) 0.00 ft3/s Tkne Increment 3.000 min Elevatlon outfloutflowStorage /Area Infiltration Flow(Tc") 2SA t+O 00 MY!') (ac ft) (ft2) (ft3/S) OVA) 0"3/5) 743.75 0.00 0.000 0.000 0.00 0.00 0.00 743.85 0.00 0.000 45.760 0.00 0.00 0.02 743.95 0.00 0.000 183.040 0.00 MOD 0.14 744.00 0.00 0.001 286,000 0.00 0.00 0.26 744.05 0.00 0.001 391.439 0.00 0.00 0.45 744.15 0.11 0.002 651.853 0.00 0.11 1.13 744.25 0.31 0.004 978.314 0.00 0.31 2.24 744.3S 0.59 0.007 1,370.820 0.00 0.S8 3.80 8 744.45 0.95 0.010 1,829.374 0.00 0.95 5.95 744.55 139 0.015 2,353.974 0.00 139 8.70 744.65 1.9i 0.021 2,944.620 0.00 1.92 12.17 $ 744.75 2.52 0.029 3,601.314 0.00 2.52 16.41 744.85 3.19 0.038 4,324.053 0.00 3.19 21.47 744.95 3.93 0.049 5,112.839 0.00 3.93 27.45 745.05 4.72 0.061 5,679.351 0.00 4.72 34.31 745.15 5.61 0.075 5,979.864 0.00 5.61 41.67 745.25 6.51 0.099 6,288.123 0.00 6.51 49.39 745.35 7.47 0.103 6,604.129 0.00 7.47 57.51 745.45 BAti 0.119 6,927.882 0.00 8.48 66.03 745.55 9.53 0.135 7,259.382 0.00 9.53 74.97 745.65 10.60 0.152 7,598.629 0.00 10.60 84.29 w 745.75 11.72 0.170 7,945.623 0.00 11.72 94.05 1745.85 12.95 0.189 8,300.364 0.00 12.85 104.20 1-YR 74S.9S 14.04 0.208 8,662.851 0.00 14.04 114.81 746.05 15.51 0.228 8,857.985 0.00 15.51 126.06 746.15 1610 0.249 8,879.976 0.00 16.20 M62 R 746.25 16.91 0.269 8,901.994 0.00 16.91 147.20 746.35 17.59 0.2% 8,924.040 0.00 17.58 157.78 g 746.45 18.19 0.310 8,946.113 0.00 18.19 168.31 DUNAWAY EXHIBIT tBt co sso Bailey Avenue•Suitel:817- o•121 W«m.Texas 76107 Lot 1 Block 2B Jinkens House- Housing Complex Tel:817.335.1121 1 (TX r,�.F,,,4, Page 4 k 0 J d Boat Club Road MOB - Detention Pond Subsection: Elevation-Vdume-Flaw Table (Pond) Return Event: 100 years Label: Pond Storm Event: Tarrant IS1NM - 100 Year Elevation Outflow Storage Area lnfifhation How(Toted) 2Sjt+O (ft) MIA) (ac-#t) (ft2) OVA) (R#!s) MYS) 746.50 18.52 0.320 8,957.159 0.00 18.52 173.61 746.55 19.35 0.331 8,968.213 0.00 19.35 179.43 746.65 22.22 0.351 8,990.340 0.00 22.22 192.27 746.75 26.00 0.372 9,012.494 0.00 26.00 206.05 746.85 30.50 0.393 9,034.676 0.00 30.50 220.58 746.95 35.60 0.413 9,056.885 0.00 35.60 235.73 747.05 41.23 0.434 9,079.926 0.00 41.23 251.43 747.15 46.90 0.455 9,103.800 0.00 46.90 267.20 747.25 51.31 0.476 9127.706 0.00 51.31 281.74 5-YR 747.35 55.78 0.497 9,151.643 0.00 55.78 296.37 747.45 60.18 0.518 9,175.612 0.00 60.18 310.95 747.55 64.35 0.539 9,199.612 0.00 64.35 325.33 747.65 68.18 0.560 9,223.643 0.00 68.18 339.39 747.75 71.20 0.582 9,247.706 0.00 71.20 352.68 747.85 72.56 0.603 9,271.800 0.00 72.56 364.33 747.95 73.33 0.624 9,295.926 0.00 73.33 375.41 748.05 74.08 0.646 9,321.655 0.00 74.08 386.50 748.15 74.83 0.667 9,348.995 0.00 74.83 397.62 748.25 75.57 0.688 9,376.375 0.00 75.57 408.77 g 748.35 76.29 0.710 9,403.795 0.00 76.29 419.93 748.45 77.02 0.732 9 4 1.25 0.00 77.02 431.12 1 00-YF 748.55 77.75 0.753 9,458.755 0.00 77.75 442.34 8 748.65 78.46 0.775 9,486.295 0.00 78.46 453.58 748.75 79.17 0.797 9,513.875 0.00 79.17 464.84 748.85 79.86 0.819 9,541.495 0.00 79.86 476.12 748.95 80.56 0.841 9,569.155 0.00 80.56 487.44 749.05 81.24 0.863 9,596.954 0.00 81.24 498.76 749.15 81.92 0.885 9,624.893 0.00 81.92 510.12 749.25 82.60 0.907 9,652.873 0.00 82.60 521.51 749.35 83.28 0.929 9,680.893 0.00 83.28 532.93 W 749.45 83.94 0.951 9,708.954 0.00 83.94 544.36 J 749M $4.27 0.962 9,723.000 0.00 84.27 550.09 E 749.55 84.90 0.974 9,750.525 0.00 84.80 556.04 749.65 86.30 0.996 9,805.691 0.00 86.30 568.40 749.75 88.15 1.019 9,861.014 0.00 88.15 581.17 749.85 90.27 1.041 9,916.491 0.00 90.27 594.28 g 749.95 92.62 1.064 9,972.125 0.00 92.62 607.68 0 750.00 93.88 1.076 10,000.000 D.00 93.88 614.48 m M " DUNAWA EXHIBIT 'B' L 550 Bailey Avenue•Suite 400•Fort worth.Texas 76107 Lot 1 m Tel:817-M.1 121 , 61 ock 26 Ankens House- Housing Complex c 11x PEG•F-1114) Page 5 O � - J a EXISTING TREES TO BE PRESERVED \ INSTALL TREE PROTECTION PER \RBAN FORESTRY REQUIREMENTS • __- SEE DETAIL F,SHEET Ll.l p. BER BER BER BER \ 1,286 sf-Solid Sod 3,825 sf-Solid Sod 2,212 sf-Solid Sod 8.254 sf-Solid Sod 113 e ` \ LANDSCAPE PLAN J ' CL N O N O m DUNAWAY EXHIBIT 'B' sso Bailey Avenue• l:81 400•Fort worth.Texas76107 Tel:817.335.1121 Lot 1 Block 2B Jinkens House- Housing Complex (TX REG.F,,141 Page 6 0 J n. J-. f T. t Al At 12 1 B2 0.21 _ r ] 0.79 AM „fir. 1 t31.067 7 3 s C ' 0.29 _ J 8 -BOAT CLUB VILLAGE RETAIL CENTER- E RATIONAL METHOD RUNOFF CALCULATIONS .AREA NAME AREA(ae.) Te (BASE C) C1•A mmr) (efa) (Infir) (eft) (Ik1A1r)100 (eb) COMMENTS 1 2 ] 4 5 6 7 8 7 9 4 10 fiunoff Data Al 0.79 10.00 0.90 0.71 4A6 2.89 5.74 4.08 924 8.57 TO IILET 1 A2 0,95 10.00 0.90 om 4A6 3A7 5.74 4.91 924 7.90 T011ET2 AS 029 10.00 0.90 026 4.06 1.06 5.74 1.50 924 2.41 TO9LET3 c TobiA 16,09 >y+ B1 0.93 10.00 0.44 0A1 4.06 1.67 5.74 2.35 924 3.78 CONCRETE FLUME TO HEADWALL 82 0.21 10.00 0.33 0.07 4.08 026 5.74 0.40 924 0.64 TO HEADWALL i7 133 029 10.00 0.90 026 4.06 1.06 5.74 1.50 924 Z41 SHEET FLOW TO OUTFALL STRUCTURE Tool 6.84 a C 0.06 10.00 0.30 0.02 4.08 0.10 5.74 0.14 924 022 SHEET FLOW TO EXISTING aXGWYEINLET 0 0.05 10.00 0,42 0.02 4.06 0.09 5.74 0.12 924 0.19 CONCRETE FLUME CFFSITE Zr` TotM Ootlh 24.14 Ln In OS-1 og C-9.1) 16.98 14.38 0.89 11.72 L 3.40 39.80 4.98 58.07 8.12 95.08 70 POND YM 4r RCP 0 0.67 rwlrco.lr: aao a R POST DRAINAGE AREA MAP & CALCULATIONS PLAN 0 Z%w ItRIC EXHIBIT V m DUNAWAY 550 Bailey Averwe• l:81 -& •121 Worth.Texas 7G107 Lot 1 Block 2B Jinkens House- Housing Complex Tel:817$35.1121 (TXREG.F-II,4) Page 7 r O \ OW-M7,9t .�. TC-76.SM--- JNSTALL: BW-MI.93 CT-764-56- 00 IC HEADWALL FL-M289 �- FL-752.50 '� r-f 10.26 Lf 10"SD cT-7.6445 - -- e Q..54X 7C.cro 10006 mOR L INSTALL f - 1C-M456 COMMIT NUMP 10 WYE TC-764.21, m"Off"t f2-M/.J3 CxT CT 75�.� J' TI1�.76J.49 T�T6,T.64 � / r \ 51.05 LF J0"SD77 .0 11'A- VIC-M 27 4SX10 45•WYE 30 a q--7/6 88 t0•PRvATt ;r \ AM64•DETENTION POND TC-Ma50 DOMMM 1 EAS�LENT TREE CAACWY AREA 0T=765.00 PONOvI -L1 (00 NOT nAW) 56 Or a j ci M439 \ ro-7s7-�56 �, �B+N-ys444 \ MTALL: ,� \,/ AISTAU-' r0'FEADIIALL .' 75402 2W*ORATE MILET IC-765.75 Ft-74750 L-74&W cr:MS 25 , r-4rxs5 ) OtSTALL: W 45'BEND TC-M415 \\ FL-74X25 /�j @T-p"63 Sn LtlK B NSTALL' DOOAMOT G9 W 16"SO IS'' r6•PARALLEL �p pAr A-. �� - FL-74154 80.O Lr 1 SO 5-AP-RAP O.SS; - TC=Ma 45 CALCS,SK'ET c-14) cT-764 �. sstn n 'S24 81t-?s..ot T rc-Maas? / s 44_ CT M4.82 -J +. TC-M4.s9 i• Ovs►ALL' CT-76199 89N.7447} r8-PARALLEL r ADWALL C-765. HE 2 ;r PI-716.rr / T Ms.76 TC-764.M / � f rG-74144 I-CT-76426 64-79 .�!cr-M4A7 \ / ., J� , 1 � STA J2.66M CON 48" - •;��xs.as J_ r Y it ) GT-764JC , ~f iP-7a.10 �r____ _-- y BW�74 F^j� -----�--- vv Y. .`; ,h / �4175opplC TiM° 92S-1ST RAp-/BN'+74562 A__-_ , _-_-\.-._ .SFE. G T2)- `�-� �qQ -749.32 Y 1M_ - YfR N a� cowircr Ti;. Su lK C ' ///!! / R-757.14 FL-74aQO YG BX S N7F A1lET•7�3 LF]J'SDI-, / // ROdf drtd('LbW 0TY FILE FA:,N-302 1 t POND GRADING PLAN W M 0 >e 0 " y DUNAW' A EXHIBITV m sso Bailey Averwe-Suite 400.1 121 2Tr waTlh,Is 76,U7 Tel:817.335. Lot 1/ Block 2 B J i n ke n s House- Housing Complex m 81 o (1X MG.F-1114) Page 8 O J Q DRAIN £ASEA SIC i DODO ENT NUMBER , ;; PR( DUb STC 0=4746000 / INSTALL LT FENCE I � 5 CONCRETE I I INSTALL INLET FROI£C7I0WOD INSTALL OWkFLOW ( —' S7RUC7UR£ a EROSION CONTROL LEGEND PROPERTY BOUNDARY — — —600— — - — EXISTING CONTOUR v PROPOSED CONTOUR 1 PROPOSED SILT FENCE + I I I I I I I I I I I I PROPOSED WEIGHTED WATTLE wg' ■ TOTAL DISTURBED AREA m �— PROPOSED FLOW ARROW OVERFLOW STRUCTURE PROPOSED CONSTRUCTION ENTRANCE/EXIT i� aW PROPOSED INLET PROTECTION 0 LIMITS OF DISTURBANCE: 2.51 ACRES POND EROSION CONTROL PLAN DUNAWA EXHIBIT 'B' m y sso Bailey Avenue• l:81 .&3 . 1211Worth,Texas76107 Lot 1 Block 2B Jinkens House- Housing Complex Tel:817.335.1121 (TX REG.F-I 1141 Page 9 0 r� :! ice`-:�-= Ii Y�. � • n 1, Fi. lorrloin!!■iniiErorin!!■ronlrlolnlrwoirinnnlrl�rir■ iii■®rili!!■iiiirisirlr!'"!� �,�i�' !!!r®iirin rslrlirrri oslrE.!!�■!■�l�lr� ,-Mlili -lrlrlrrr■�rir�■■nlrriirx ■rssisssl�■sar■!s■ !r!lar�■rlrrrrrr�i�i����E1Efri ■! pr !!■rislnlr■rlllrinr����� nnriri!!lrn�rin■nnrlriiir! !rinonirin■rlr�eilin■r�EEEon!■!r!nlnE�E�!!!■■n!nlrrrrr !!■son!!!r■r!®soloin■o���� !!ri!!!!!'"�llili■!o!rlririr ■r■■■os!■r■�■ ■oror■r�ElEls■sror■rE►�rEoorsr■r!r■■soi !!!!!'!!!!!■ilisnirrs■r�E!E!!s!!ili►■olio!!■!rlrrrrrs'� lrEE�rosl■■!s■one■orsrr■�EiE�IiolEi■■r�rosort■rn■■ror■+■��rr■ !!lliro!!r■olnror!■!�E@E�osnoE� ln� . -. �n■ror!!loin! !!lI®E�isin■r■il1�n!!!!■niilEs■n�ssnno� • • �■■o■!r■irir !■■■�lEI�!!r■rlrlrrrrr�l�; rrrrr■rlrsilrn!■!!rlr�ri! !rinirinln■rino!!lin ��1���iir■!!!n!liir!!!■o!nlririr■ ■r■roo!!!r■o! ®lrs��r�EEi !!■ornr■r■®�rr■rr!■� ! s■■■rr!■■r■■■r■■E�J'iir■r1EEEi!■■rrr■■■■rrrr!■■■■r! lrlrs■!n!■rrrlEEs�slir■!�ElElsol�rsrnr■rsrornr■r!r■■ r ■r■■r■rrrr■n� fEE�rrr■nr ����oro■rrr■ons�Irrn■■■n■■r rrr nrrrsrirlr■ter rlrrrrr���� r!■rrrr■rorrrnoonirrrininr ■■■■soot■rrr■ ■rrr■■■�EEE�nE�liEn#EErr■rsrn■■■■o!■rn ■■■■rrrr■■error®!■nr■r�����rrlrarrrrrrmrr■rrrirr� �! !■■�r err■r■rs ■!r!r■r�����rr■■!r!r■■rrrrr■■errs r■rrrr�.�����n lrrr!■l���� rn®rrrnorsnrr��irnnlrsrir rlrrrr■■!■!! ruin■rEEE;+lnn!!n!■!■rrrr■®ni!lriri!■ ■rrerror!!■o■rr®!r!r■r�E���rE�nrorsrn���nro■■r!r■r n nnrs�En■rnr■■■ ■rrrr■r ���;rr��rrlrrrrrr■■r■■!r■r��rr■ ■rrrrrrnnnn�■oo!lEt0000E,�n�E��°��rrrronsrrsoror■onoon!lrnn ■r■rnrn■■■■�■■n�■o■o■■r�EEffsn■■o��r■■rrr■■■■■n■■n rrrr�r�rrrr����.������������rrr���;� ■error■�:rrirrr . ■r■rroirnr■rinlrr■■lr � rr� �rr■o �:itE�r■rrrrr ! rr!■rrrlllnr��rr��ilnrr�� nrrrrr!l���rlrr!!!!!rlrrr! ��r:�r��r�� �� � � � �����n■nlrr��rronnr■■ rr!■rsrr! �r���,��r�:���� ��:�� -����rrir���r�trrrrsirr !!!rrrr■ !■rrr■■■r■r■afro®■■r■ llE�s!!`a�lrn■■■lsrrlr■ ■r■■s !!lrnir!lnrnrr!!rr!■ 1 � rrrrrllrrrr!!0! ■rrrrman - �n!■rrrr■r■on ������� -.��rn!■n■■■■rrrr■■no ■rririr! 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EE ononii!lonnrlrrlirn o rlrornrlrrirrlo■! !rrrrrr■ �Enlrrr!!s■®r! !rririr■ rrrlrnlrlorrrlorsorrririr �rEE�■E�E�olnoonE� ■o■rn■oE� nnoor■■■sso■o1�■■s!■nrE:''�%�ir■ rrr®orlon■■orrorrrn■no rroonrornsor000nnlnoosann■ nn■EE�nsss®®■o■EE��ro■■nlE�■ E�s�lsE�■■■neon■■■■son■r! ■ ■ !r!lEE�!!!!!■olrnrlrs■EEo■ rr■sslrrrirr■!■■nlrrss�i�■ - r■lrrrr!!n■!!rr■rr!■■rrrrr■!■■■!lrrrnlr■rrrrrr ■ !nlnorrrnons! ■oosr■r! s!rl1N�lr!!so!■l�11!!nlorlrir! !nlosoonlr■onn�o■snln■rn onslo■■noes!■!■ssn■!sell!■ orlorsss■r■ril�osoor!!r ssrsso■■soon■!r!r!r!!lrirn ■■n®islr!!■olsl so■annoon lrorinlrsrrrnn■o!oln '3irr Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between Hthe months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mush screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.11/17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in and Amount of silt in flume Amount of ponded water ` Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Rap STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.11/17/2016 Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT .�O Rev.11/17/2016 � � Q � a) c c c a) � > a a) a) U � � C U Z (j) (j) c Q Z co O m c ai 0 0 Cn U) U) U) U) U) U) U) cn Cn cn cn cn cn cn 0) _ m c c c c c c c c c c c c c c c fn Z c E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W Q O O O O O O O O O O O O O O O O W w' ciff E I I I I I I I I I I�v W � �° O O O O O O O O O O O O O O O J Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z o mI col mI oI mI oI oI ml oI mI mI oI mI mI col OC c LL A5 c LL V ° ° E a H S OQ cCD CD t� J I co c cl- CD C> >' U g CD c W c rn o ,� CD cn = O c O = C ` D V a `~ a) O N _a Q fo > Z co U C� C.. 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